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1、某大学综合宿舍楼建筑及结构设计摘要本工程为某大学综合公寓楼,建设地点位于郑州市,总建筑面积约5148m2o结构形式采用钢筋混凝土框架结构,主体为5层,抗震设防烈度为7度,II类场地土,基本风压0.55KN/M,基本雪压0.25KN/加-本设计主要对方案中横向框架的第⑨轴进行结构设计。在确定了框架布局之后,进行了重力荷载代表值的计算,求出自震周期。接着按底部剪力法计算出水平地震力,之后求出水平荷载作用下结构内力。接着计算竖向荷载作用下的结构内力,包括弯矩、剪力以及轴力。然后进行了内力组合,找出最不利组合进行截面
2、配筋计算,并绘制结构施工图。后边述对楼梯进行了设计,对梯段板、平台板及平台梁进行了配筋计算并绘图。最后进行了基础设计,对其进行了配筋及绘图。在整个结构设计过程中,严格遵循了相关专业的规范耍求。参考了其它毕业设计资料和国家标准,对设计的各个环节进行了综合详细的考虑。总之,安全、适用、经济是本设计的基本原则。关键词:框架结构;结构设计;内力组合;配筋计算BuildingStructureDesignofZhengzhouuniversityapartmentblocksAbsrtact:Thisprojectis
3、acomprehensiveapartmentbuildinginZhengzhouUniversity,theconstructionsiteislocatedinZhengzhou,HenanProvince,withatotalconstructionareaofabout5148squaremeters・Structuralformofreinforcedconcreteframestructure,themainbodyforthe5storey,seismicfortificationintens
4、ityof7degrees.ClassIIsoil,thebasicwindpressureis0.55andthebasicwindpressureis0.25.ThemaindesignoftheschemeinSection9transverseframeshaftstructuredesign.Afterdeterminingtheframelayout,thecalculationoftherepresentativevalueofthegravityloadiscarriedout.Thencal
5、culatethehorizontalseismicforcebythebottomshearmethod,andthencalculatetheinternalforceofthestructureunderthehorizontalload.Thencalculatetheverticalloadofthestructureoftheinternalforces,includingbendingmoment,shearforceandaxialforce.Thentheinternalforcecombi
6、nation,tofindoutthemostunfavorablecombinationofcrosssectionreinforcementcalculation,anddrawthestructureoftheconstructionplan.Thenthestairsweredesigned,andtheladdersectionboard,platformboardandtheplatformbeamwerecalculatedanddrawn.Atlast,thefoundationdesigni
7、scarriedout,andthereinforcementanddrawingarecarriedout.Inthewholestructuredesignprocess,strictlyfollowtherequirementsoftherelevantprofessionalnorms・Referencetoothergraduationdesigninformationandnationalstandards,thedesignofthevariousaspectsofacomprehensived
8、etailedconsideration.Inshort,security,applicationandeconomyarethebasicprinciplesofthedesign.Keywords:framestructure;structuredesign;internalforcecombination;reinforcementcalculation某大学综合宿舍楼建筑及结构设计一、建筑设